﻿using System;
using System.Collections.Generic;

namespace FDEE.Model
{
    public class BPTE3 : BPTMBase
    {

        public BPTE3(string typeName, string pierNumber,
            int height, double width, double lwidth, int calculatedHeight, int L1, int L2,
            int span) :
            base(typeName, pierNumber, height, width,lwidth, calculatedHeight,  L1, L2, span)
        {
        }


        public override void SetRebarList()
        {
            RebarList = new RebarCollection();

            #region 全局变量
            int N1 = 8;
            int N2 = 2 * 2;
            int N312 = 17;
            int N33 =17;
            int N41 = 10;
            int N43 = 7;
            int N8 = 6*2;
            int N10 = 12;
            int N12 = 6*2;
            int N13 = 4*2;
            int N14 = 8*2;
            int N15 = 14*2;
            int N16 = 2*2;
            double Lap = GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB25);
            #endregion

            #region 1 号钢筋
            Lap = 1400;
            double LEN1 = (Width - 2 * 50 - 12000) / 2 + 1000 + Lap;
            double LEN2 = 12000;
            double LEN3 = (Width - 2 * 50 - 12000) / 2 - 1000 + Lap;
            if (LEN1 > 12000 || LEN3 > 12000)
            {
                throw new Exception("钢筋超过定尺");
            }
            RebarList.Add(new MARebarRecord(1, 1, "", eDB.DB25, (int)LEN1, N1, eShapeType.MA));
            RebarList.Add(new MARebarRecord(1, 2, "", eDB.DB25, (int)LEN2, N1, eShapeType.MA));
            RebarList.Add(new MARebarRecord(1, 3, "", eDB.DB25, (int)LEN3, N1, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB25] += 3 * N1 * 2;
            #endregion


            #region 2号钢筋
            Lap = GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB16);
            LEN1 = (Width - 2 * 50 - 12000) / 2 - 1000 + Lap;
            LEN2 = 12000;
            LEN3 = (Width - 2 * 50 - 12000) / 2 + 1000 + Lap;
            if (LEN1 > 12000 || LEN3 > 12000)
            {
                throw new Exception("钢筋超过定尺");
            }
            RebarList.Add(new MARebarRecord(2, 1, "", eDB.DB16, (int)LEN1, N2, eShapeType.MA));
            RebarList.Add(new MARebarRecord(2, 2, "", eDB.DB16, (int)LEN2, N2, eShapeType.MA));
            RebarList.Add(new MARebarRecord(2, 3, "", eDB.DB16, (int)LEN3, N2, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB16] += 3 * N2 * 2;
            #endregion

            #region 3#
            Lap = GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB32);
            int C = (int)Math.Round((Width - 100 - 12000) / 2 + 1000 + Lap, MidpointRounding.AwayFromZero);
            int  sr = RebarKnowledge.GetRadiusForSrirrup(eDB.DB32);
            RebarList.Add(new MURebarRecord(3, 1, "", eDB.DB32, N312, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, sr));

            C = (int)Math.Round((Width - 100 - 12000) / 2 - 1000 + Lap, MidpointRounding.AwayFromZero);
            RebarList.Add(new MURebarRecord(3, 2, "", eDB.DB32, N312, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, sr));
           
            RebarList.Add(new MARebarRecord(3, 3, "", eDB.DB32, 12000, N33, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB32] += (2 * N312 + N33) * 2;
            #endregion

            #region 4#
            Lap = GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB32);

            C = (int)Math.Round((Width - 100 - 12000) / 2 + 1000 + Lap, MidpointRounding.AwayFromZero);
            
            RebarList.Add(new MURebarRecord(4, 1, "", eDB.DB32, N41, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, sr));
            C = (int)Math.Round((Width - 100 - 12000) / 2 - 1000 + Lap, MidpointRounding.AwayFromZero);
            RebarList.Add(new MURebarRecord(4, 2, "", eDB.DB32, N41, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, sr));


            C = (int)Math.Round((Width - 100 - 12000) / 2 - 1000 + Lap, MidpointRounding.AwayFromZero);
            //RebarList.Add(new MURebarRecord(4, 3, "", eDB.DB25, N43, eShapeType.MUC, 500, 290 - 50 - 60, C, 200 - 50 - 25 - 16, 0));
            RebarList.Add(new MURebarRecord(4, 3, "", eDB.DB32, N43, eShapeType.MUC, 500, 290 - 50 - 320 / 2, C, 200 - 50 - 25 - 16, 0));
            C = (int)Math.Round((Width - 100 - 12000) / 2 + 1000 + Lap, MidpointRounding.AwayFromZero);
            RebarList.Add(new MURebarRecord(4, 4, "", eDB.DB32, N43, eShapeType.MUC, 500, 290 - 50 - 60, C, 200 - 50 - 25 - 16, 0));
            RebarList.Add(new MARebarRecord(4, 5, "", eDB.DB32, 12000, N41 + N43, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB32] += 3 * (N41 + N43) * 2;
            #endregion

            #region 5# 6# 
            var AA = CalculatedHeight - 2 * 50 - 25 - 25;
            var BB = L1 - 2 * 50 - 2 * 16;
            int quan = (int)Math.Round(Width / 150, MidpointRounding.AwayFromZero) ;
            RebarList.Add(new MCRebarRecord(5, 0, "", eDB.DB25, AA, BB, AA, quan, eShapeType.MCB));
            AA = CalculatedHeight - 2 * 50 - 25 - 25;
            quan = (int)Math.Round(Width / 150, MidpointRounding.AwayFromZero) ;
            RebarList.Add(new MCRebarRecord(6, 0, "", eDB.DB16, AA, BB, AA, quan, eShapeType.MCB));
            //quan = (int)Math.Round(Width / 300, MidpointRounding.AwayFromZero) + 1;
            quan = (int)(Math.Round(Width / 600, MidpointRounding.AwayFromZero) ) * 2;
          
            //7#
            RebarList.Add(new MORebarRecord(7, 0, "", eDB.DB16, quan, eShapeType.MO, L1 - 2 * 50 - 2 * 16, 350));

            #endregion

            #region 8#
            LEN1 = (Width - 2 * 50 - 12000) / 2 - 1000 + 640;
            LEN2 = 12000;
            LEN3 = (Width - 2 * 50 - 12000) / 2 + 1000 + 640;
            if (LEN1 > 12000 || LEN3 > 12000)
            {
                throw new Exception("钢筋超过定尺");
            }
            RebarList.Add(new MARebarRecord(8, 1, "", eDB.DB16, (int)LEN1, N8, eShapeType.MA));
            RebarList.Add(new MARebarRecord(8, 2, "", eDB.DB16, (int)LEN2, N8, eShapeType.MA));
            RebarList.Add(new MARebarRecord(8, 3, "", eDB.DB16, (int)LEN3, N8, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB16] += 3 * N8 * 2;
            #endregion

            #region 9#
            double LSide = 3650;// 两侧加密长度

            quan = (int)Math.Round((LSide-50) / 150, MidpointRounding.AwayFromZero)*2+(int)Math.Round((Width-LSide*2) / 250, MidpointRounding.AwayFromZero);
            AA = Height - 2 * 50 - 2 * 16;
            BB = L2 - 2 * 50 - 2 * 16;
            RebarList.Add(new MORebarRecord(9, 1, "", eDB.DB16, quan, eShapeType.MO, AA, BB));
            //RebarList.Add(new MORebarRecord(9, 2, "", eDB.DB16, quan, eShapeType.MO, AA, 2 * 270 + 120));
            RebarList.Add(new MORebarRecord(9, 2, "", eDB.DB16, quan, eShapeType.MO, AA, 150 * 3 + 25 + 16));
            #endregion

            #region 10#
            Lap = GlobalFuncs.GetLapLength(eConcreteClass.C45, eDB.DB25);
            Lap = 1400;
            LEN1 = (Width - 2 * 50 - 12000) / 2 + 1000 + Lap;
            LEN3 = 12000;
            LEN2 = (Width - 2 * 50 - 12000) / 2 - 1000 + Lap;

            RebarList.Add(new MARebarRecord(10, 1, "", eDB.DB25, (int)LEN1, N10, eShapeType.MA));
            RebarList.Add(new MARebarRecord(10, 2, "", eDB.DB25, (int)LEN2, N10, eShapeType.MA));
            RebarList.Add(new MARebarRecord(10, 3, "", eDB.DB25, (int)LEN3, N10, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB25] += 4 * (N10) * 2;
            #endregion

            #region 12#-17#

            int BlockThick = 200;

            AA = 1500 - 50;
            BB = 2 * 217 + 120 + 2 * 25 + 2 * 12;
            //9#
            RebarList.Add(new MCRebarRecord(12, 0, "", eDB.DB12, AA, BB, AA, N12, eShapeType.MCB));
            //10#
            RebarList.Add(new MURebarRecord(13, 0, "", eDB.DB25, N13, eShapeType.MUR, 1450, Height - 100, 1450, 109, 75));
            AA = Height - 2 * 50;
            BB = BlockThick - 2 * 50 - 2 * 12;
            RebarList.Add(new MCRebarRecord(14, 0, "", eDB.DB12, AA, BB, AA, N14, eShapeType.MCB));
            AA = BlockThick - 2 * 50 - 2 * 12;
            BB = (int)Math.Round((L1 - L2) * 0.5 - 2 * 50 - 2 * 12, MidpointRounding.AwayFromZero);
            RebarList.Add(new MORebarRecord(15, 0, "", eDB.DB12, N15, eShapeType.MO, AA, BB));
            AA = 1500 - 50;
            BB = L1 - 2 * 50; 
            RebarList.Add(new MCRebarRecord(16, 0, "", eDB.DB12, AA, BB, AA, N16, eShapeType.MCB));

            #endregion



        }

        public override void SetTendonList(ref System.Data.DataTable ElongTable)
        {
            TendonDistribute = new RebarTendonDistribute(320, new List<double>() { });
        }
    }
}
